1-2024_0510_Murray_Rdwy_Final_11x17.pdf

PDF 29 MB Posted

Attached to
Murray Street Bridge Seismic Retrofit and Barrier Replacement
Solicitation number
IFB No. PW-0149
Issued by
Santa Cruz County, San Francisco City, California

About this file

Written by GovTribe AI ·

The document is a comprehensive engineering plan set for the Murray Street Bridge Seismic Retrofit and Barrier Replacement project, prepared by the City of Santa Cruz Public Works Department. The project involves a significant infrastructure upgrade to the Murray Street Bridge, including seismic retrofitting, structural improvements, and transportation enhancements. The plans detail precise engineering specifications for bridge modifications, including new pile installations, pile cap extensions, column construction, bridge deck widening, and new barrier rail systems. The engineering drawings provide detailed cross-sections, profiles, demolition plans, and technical specifications for the bridge reconstruction, with specific focus on improving bicycle and pedestrian infrastructure.

The project is funded through state and federal sources, enabling comprehensive improvements within 200 feet of the bridge abutments. Key improvements include creating 6-foot bike lanes, constructing a 7.5-foot two-way pedestrian path on the south side, replacing elevated curbs with standard 6-inch curbs, and installing see-through barrier rails to enhance ocean and harbor views. The engineering documents include precise measurements, control point data, curve specifications, and technical notes for contractors, with explicit instructions to verify all field dimensions before material fabrication. The project aims to enhance both structural integrity and transportation functionality, addressing seismic safety while improving multimodal transportation infrastructure.

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BASIS OF BEARINGS

BENCHMARK

SURVEY CONTROL

MURRAY STREET BRIDGE

SEISMIC RETROFIT AND BARRIER REPLACEMENT

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LEGEND

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BENCHMARK

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N88°46'18"E 465.52 BASIS OF BEARINGS

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MARINE PARADE

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FAIRVIEW PLACE

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LAKE AVENUE

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LAGO LANE

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N86°31'23"W 380.238' TIE

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N40°12'11"W 550.409' 550.409' 550.409' TIE

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HALL STREET

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OWEN STREET

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AutoCAD SHX Text 19+72.82 N 1814311.3940 E 6123109.1170

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A. BEDAL

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J. CONKLIN

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CIVIL

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CITY OF SANTA CRUZ

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PREPARED FOR THE

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AutoCAD SHX Text N 88°46'18"E L=465.52 BETWEEN CONTROL POINTS #5 AND #8.SAID BEARING BEING A CALIFORNIA COORDINATE SYSTEM (NAD 83) ZONE 3 GRID BEARING DETERMINED BY GPS MEASUREMENTS.

AutoCAD SHX Text PT. #13 - SANTA CRUZ CITY BENCHMARK F6-16, A LEAD PLUG AND TAG IN THE TOP OF THE CONCRETE CURB AT THE EASTERN SIDE OF OWEN STREET AT ITS INTERSECTION WITH HALL STREET. ELEVATION 50.85 FEET (NGVD 29).

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SANTA CRUZ SOUTH HARBOR

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NORTH

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AutoCAD SHX Text 6123477.7190

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AutoCAD SHX Text 1814703.5410

AutoCAD SHX Text 6122000.8370

AutoCAD SHX Text 50.85

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AutoCAD SHX Text 1814703.0360

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BM

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MURRAY STREET BRIDGE

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SCCRTC BRIDGE

AutoCAD SHX Text THE HORIZONTAL DATUM IS NAD83. THE VERTICAL DATUM IS THE CITY OF SANTA CRUZ DATUM WHICH IS BASED ON NGVD29. FOR COMPLETE RIGHT-OF-WAY AND ACCURATE ACCESS DATA, SEE RIGHT-OF-WAY RECORD MAPS AT CITY OF SANTA CRUZ OFFICE.

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BC = 8+61.93

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EC = 10+98.50

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BC = 16+97.60

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EC = 17+61.31

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BC = 17+96.07

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EC = 18+94.99

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APPROVED FOR PROJECT CONTROL INFORMATION ONLY

AutoCAD SHX Text ALL SURVEY MONUMENTS TO BE SALVAGED TO THE CITY. PLACE SURVEY MONUMENT IN WIDENED BRIDGE SIDEWALK.

MURRAY STREET BRIDGE

SEISMIC RETROFIT AND BARRIER REPLACEMENT

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PAVEMENT STRUCTURAL SECTIONS

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CITY OF SANTA CRUZ

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REGISTERED ENGINEER - CIVIL

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1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE SUBJECT TO THE TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. FOR LIMITS OF GUARDRAILING, CONCRETE CURB AND HMA DIKE, SEE PLAN AND PROFILE SHEETS. 3. REMOVE EXISTING STRUCTURAL SECTION. 4. DIMENSIONS MEASURED FROM THE EDGE SHOULDER ARE TO THE FLOW LINE OF THE GUTTER. 5. SEE SHEETS C-1 AND C-2 FOR SUPERELEVATION AND PAVEMENT ELEVATION DETAILS. 6. SIDEWALK CURB DRAIN PER CITY OF SANTA CRUZ DETAIL 10 TO BE INSTALLED BETWEEN RETAINING WALL 9 PILES. SEE RETAINING WALL SHEETS.

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PUBLIC WORKS DEPARTMENT

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PREPARED FOR THE

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DISREGARD PRINTS BEARING EARLIER REVISION DATES

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MARK IMBRIANI

AutoCAD SHX Text 36C0108

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AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

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CONTRACT NO.

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EA NO.

AutoCAD SHX Text TRC Engineers or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet

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REGISTERED ENGINEER - CIVIL

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L. CONKLIN

AutoCAD SHX Text 06-30-25

AutoCAD SHX Text 53183

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JUSTINA

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D. LOR/M. BEEM

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A. BEDAL

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J. CONKLIN

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STA 16+92.41 (STRUCTURE APPROACH) TO 17+76.59

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1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE SUBJECT TO THE TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. FOR LIMITS OF GUARDRAILING, CONCRETE CURB AND HMA DIKE, SEE PLAN AND PROFILE SHEETS. 3. REMOVE EXISTING STRUCTURAL SECTION. 4. DIMENSIONS MEASURED FROM THE EDGE SHOULDER ARE TO THE FLOW LINE OF THE GUTTER. 5. SEE SHEETS C-1 AND C-2 FOR SUPERELEVATION AND PAVEMENT DETAILS.

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AutoCAD SHX Text 15°03'39"

AutoCAD SHX Text 118.94'

AutoCAD SHX Text 236.57'

AutoCAD SHX Text 725.00'

AutoCAD SHX Text 9°27'50"

AutoCAD SHX Text 60.01'

AutoCAD SHX Text 119.75'

AutoCAD SHX Text 906.00'

AutoCAD SHX Text 10°33'12"

AutoCAD SHX Text 83.68'

AutoCAD SHX Text 166.88'

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CITY OF SANTA CRUZ

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PUBLIC WORKS DEPARTMENT

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PREPARED FOR THE

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ORIGINAL SCALE IN INCHES FOR REDUCED PLANS

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DISREGARD PRINTS BEARING EARLIER REVISION DATES

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MARK IMBRIANI

AutoCAD SHX Text 36C0108

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AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

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CONTRACT NO.

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EA NO.

AutoCAD SHX Text TRC Engineers or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet

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REGISTERED ENGINEER - CIVIL

AutoCAD SHX Text

L. CONKLIN

AutoCAD SHX Text 06-30-25

AutoCAD SHX Text 53183

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JUSTINA

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D. LOR/M. BEEM

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A. BEDAL

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A. BEDAL

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J. CONKLIN

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AS SHOWN

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AutoCAD SHX Text 14.85' Rt "M" 9+40.00 Beg C,G&SW Beg CURB HEIGHT Trans MATCH Exist

AutoCAD SHX Text 14.90' Lt "M" 9+40.00 Beg C&G (SC Std Det 8) MATCH Exist

AutoCAD SHX Text 17.00' Lt "M" 11+30.67 END HMA DIKE (TYPE F) END Trans RAILING (WB-31)

AutoCAD SHX Text NOTES: 1. ALL CURB AND GUTTER STATIONS AND ALL CURB AND GUTTER STATIONS AND OFFSETS ARE MEASURED TO THE FLOW LINE. 2. SEE CONSTRUCTION DETAIL SHEETS SEE CONSTRUCTION DETAIL SHEETS FOR INFORMATION NOT SHOWN. 3. FOR SUPERELEVATION AND PAVEMENT FOR SUPERELEVATION AND PAVEMENT ELEVATION SEE CONSTRUCTION DETAILS. 4. FOR GUARDRAIL DETAILS NOT SHOWN, FOR GUARDRAIL DETAILS NOT SHOWN, SEE CALTRANS Std PLAN A77N3, A77N4, A77Q1, AND A77Q4. ALTERNATIVE IN-LINE TERMINAL SYSTEMS SHALL BE CALTRANS APPROVED, TEST LEVEL 2 (TL-2) WITH A 1' Max OFFSET AT THE APPROACH. 5. SEE DEMOLITION PLANS FOR LIMITS SEE DEMOLITION PLANS FOR LIMITS OF FENCE REMOVAL. SEE CONSTRUCTION DETAILS SHEET C-3 FOR LIMITS OF NEW FENCE. 6. SIDEWALK CURB DRAIN PER CITY OF SIDEWALK CURB DRAIN PER CITY OF SANTA CRUZ DETAIL 10 TO BE INSTALLED BETWEEN RETAINING WALL 9 PILES. SEE RETAINING WALL SHEETS.

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AutoCAD SHX Text 17.00' Rt "M" 11+28.92 END C&G (TYPE A2-8) END SIDEWALK

AutoCAD SHX Text RW No. 9 (SEE RW PLANS)

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LIMIT OF FILL

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"M" 10+98.50 EC

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AutoCAD SHX Text 14.95' Lt "M" 9+45.00 BC, FL

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AutoCAD SHX Text 24.56' Rt "M" 11+08.00 BSW

AutoCAD SHX Text 16.95' Lt "M" 10+99.25 END C&G (SC Std Det 8) BEGIN HMA DIKE (TYPE F)

AutoCAD SHX Text RW No. 11 (SEE RW PLANS)

AutoCAD SHX Text 18.92' Rt "M" 9+70.56 BSW; Beg RW No. 9 (SEE NOTE 6)

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SEE SANITARY SEWER PLANS

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AITS (TL-2) TYPE 12AA LAYOUT (SEE NOTE 4)

AutoCAD SHX Text Trans RAILING (TYPE WB-31)

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AutoCAD SHX Text 50.54' Rt "M" 11+51.05 END RW No. 11

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TCE

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1 " PVC PIPE 12" PVC PIPE CONDUIT (SLEEVE)

AutoCAD SHX Text 14.85' Rt "M" 9+50.00 BC, FL, ANGLE POINT; END CURB HEIGHT Trans; Beg C&G (TYPE A2-8)

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AutoCAD SHX Text AITS ALTERNATIVE IN-LINE TERMINAL SYSTEM ALTERNATIVE IN-LINE TERMINAL SYSTEM BSW BACK OF SIDEWALKBACK OF SIDEWALK

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SEE DRAINAGE PLANS

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PUBLIC WORKS DEPARTMENT

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PREPARED FOR THE

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ORIGINAL SCALE IN INCHES FOR REDUCED PLANS

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DISREGARD PRINTS BEARING EARLIER REVISION DATES

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MARK IMBRIANI

AutoCAD SHX Text 36C0108

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AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

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CONTRACT NO.

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EA NO.

AutoCAD SHX Text TRC Engineers or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet

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REGISTERED ENGINEER - CIVIL

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L. CONKLIN

AutoCAD SHX Text 06-30-25

AutoCAD SHX Text 53183

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JUSTINA

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D. LOR/M. BEEM

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A. BEDAL

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A. BEDAL

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J. CONKLIN

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AutoCAD SHX Text 26.50' Rt "M" 16+83.41 BEGIN RW No. 17

AutoCAD SHX Text NOTES: 1. ALL CURB AND GUTTER STATIONS AND OFFSETS ARE MEASURED TO ALL CURB AND GUTTER STATIONS AND OFFSETS ARE MEASURED TO THE FLOW LINE. 2. SEE CONSTRUCTION DETAIL SHEETS FOR INFORMATION NOT SHOWN. SEE CONSTRUCTION DETAIL SHEETS FOR INFORMATION NOT SHOWN. 3. SEE PP-3 FOR EAST HARBOR ACCESS ROAD DETAIL. SEE PP-3 FOR EAST HARBOR ACCESS ROAD DETAIL. 4. FOR GUARDRAIL DETAILS NOT SHOWN, SEE CALTRANS Std PLAN FOR GUARDRAIL DETAILS NOT SHOWN, SEE CALTRANS Std PLAN A77N3, A77N4, A77Q1, AND A77Q4. ALTERNATIVE IN-LINE TERMINAL SYSTEMS SHALL BE CALTRANS APPROVED, TEST LEVEL 2 (TL-2) WITH A 1' Max OFFSET AT THE APPROACH. 5. SEE DEMOLITION PLANS FOR LIMITS OF FENCE REMOVAL. SEE SEE DEMOLITION PLANS FOR LIMITS OF FENCE REMOVAL. SEE CONSTRUCTION DETAILS SHEET C-3 FOR LIMITS OF NEW FENCE.

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AutoCAD SHX Text 17.27' Lt "M" 18+30.00 END HMA DIKE (TYPE C) MATCH Exist

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AutoCAD SHX Text 36.81' Rt "M" 18+05.20 END CA ST-75SW Br RAIL (Mod); END RW No. 17

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AutoCAD SHX Text 13°20'06"

AutoCAD SHX Text 49.68'

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AutoCAD SHX Text 10°02'08"

AutoCAD SHX Text 48.29'

AutoCAD SHX Text 96.33'

AutoCAD SHX Text 400.00'

AutoCAD SHX Text 10°32'59"

AutoCAD SHX Text 36.93'

AutoCAD SHX Text 73.65'

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LOW POINT STA: 17+38.57 ELEV: 20.30

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AutoCAD SHX Text Trans RAILING (TYPE WB-31)

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SEE SANITARY SEWER PLANS

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SEE SANITARY SEWER PLANS

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AITS (TL-2) TYPE 12A LAYOUT (SEE NOTE 4)

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CITY OF SANTA CRUZ

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PUBLIC WORKS DEPARTMENT

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PREPARED FOR THE

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ORIGINAL SCALE IN INCHES FOR REDUCED PLANS

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DISREGARD PRINTS BEARING EARLIER REVISION DATES

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MARK IMBRIANI

AutoCAD SHX Text 36C0108

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AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

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CONTRACT NO.

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EA NO.

AutoCAD SHX Text TRC Engineers or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet

AutoCAD SHX Text

REGISTERED ENGINEER - CIVIL

AutoCAD SHX Text

L. CONKLIN

AutoCAD SHX Text 06-30-25

AutoCAD SHX Text 53183

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JUSTINA

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D. LOR/M. BEEM

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A. BEDAL

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J. CONKLIN

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OG

AutoCAD SHX Text NOTES: 1. ALL CURB AND GUTTER STATIONS AND OFFSETS ARE ALL CURB AND GUTTER STATIONS AND OFFSETS ARE MEASURED TO THE FLOW LINE. 2. SEE CONSTRUCTION DETAIL SHEETS FOR INFORMATION SEE CONSTRUCTION DETAIL SHEETS FOR INFORMATION NOT SHOWN HEREON. 3. SEE DEMOLITION PLANS FOR LIMITS OF FENCE SEE DEMOLITION PLANS FOR LIMITS OF FENCE REMOVAL. SEE CONSTRUCTION DETAILS SHEET C-3 FOR LIMITS OF NEW FENCE.

AutoCAD SHX Text

CURVE DATA

AutoCAD SHX Text

CURVE

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text 45.00'

AutoCAD SHX Text 84°11'17"

AutoCAD SHX Text 40.65'

AutoCAD SHX Text 66.12'

AutoCAD SHX Text 140.00'

AutoCAD SHX Text 25°59'04"

AutoCAD SHX Text 32.30'

AutoCAD SHX Text 63.49'

AutoCAD SHX Text 10.00'

AutoCAD SHX Text 37°26'56"

AutoCAD SHX Text 3.39'

AutoCAD SHX Text 6.54'

AutoCAD SHX Text 2.50'

AutoCAD SHX Text 77°28'18"

AutoCAD SHX Text 2.01'

AutoCAD SHX Text 3.38'

AutoCAD SHX Text 25.00'

AutoCAD SHX Text 73°39'41"

AutoCAD SHX Text 18.72'

AutoCAD SHX Text 32.14'

AutoCAD SHX Text C8

AutoCAD SHX Text C9

AutoCAD SHX Text C10

AutoCAD SHX Text C11

AutoCAD SHX Text C12

AutoCAD SHX Text 13.73' Lt "MR" 50+06 END CURB (SC Std Det 12) BEGIN DEEP CURB AND GUTTER

AutoCAD SHX Text 11.84' Lt "MR" 49+90.00 BEGIN CURB (SC Std Det 12) ELEV 7.91 MATCH Exist

AutoCAD SHX Text "MR" 52+56.00 END CURB (SC Std Det 12) MATCH Exist

AutoCAD SHX Text 13.86' Lt "MR" 52+32.59 END CURB AND GUTTER (SC Std Det 8)

AutoCAD SHX Text 1.56' Rt "MR" 51+09.94 = 45.46' Rt "M" 16+86.60 BEGIN Rw No. 18

AutoCAD SHX Text 7.57' Rt "MR" 52+34.52 = 60.47' Rt "M" 18+11.68 END Rw No. 18

AutoCAD SHX Text

"MR" 50+38.73 BC

AutoCAD SHX Text

"MR" 51+04.85 EC

AutoCAD SHX Text

"MR" 51+45.94 BC

AutoCAD SHX Text

"MR" 52+09.44 EC

AutoCAD SHX Text 43.22' Lt "M" 16+28.93 = "MR" 49+90.00 BEGIN EP ELEV 8.03 MATCH Exist

AutoCAD SHX Text 16.79' Lt "MR" 50+59.45 BC END DEEP CURB AND GUTTER BEGIN CURB AND GUTTER (SC Std Det 8) ELEV 7.30

AutoCAD SHX Text 12.00' Lt "MR" 51+04.97 EC ELEV 8.08

AutoCAD SHX Text

"M" 52+48.23 BC

AutoCAD SHX Text

"MR" 52+54.77 EC

AutoCAD SHX Text

"MR" LINE

AutoCAD SHX Text L5

AutoCAD SHX Text L6

AutoCAD SHX Text L7

AutoCAD SHX Text L8

AutoCAD SHX Text C8

AutoCAD SHX Text C9

AutoCAD SHX Text C10

AutoCAD SHX Text C12

AutoCAD SHX Text CURB CUT INLET, Typ (SEE Det Sht C-7)

AutoCAD SHX Text RW No. 18 (SEE Ret WALL PLANS)

AutoCAD SHX Text "MR" 50+65.00 BEGIN CURB (SC Std Det 12)

AutoCAD SHX Text

SEE SHEET C-2 FOR RAMP DETAILS

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 1"= 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text

LINE DATA

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LINE

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DISTANCE

AutoCAD SHX Text

BEARING

AutoCAD SHX Text 58.73'

AutoCAD SHX Text S06°21'07"E

AutoCAD SHX Text 41.09'

AutoCAD SHX Text N89°27'36"E

AutoCAD SHX Text 38.80'

AutoCAD SHX Text S64°33'21"E

AutoCAD SHX Text 1.23'

AutoCAD SHX Text S27°06'25"E

AutoCAD SHX Text

PG

AutoCAD SHX Text

2" WELDED STEEL PIPE CONDUIT

AutoCAD SHX Text

2" WELDED STEEL PIPE CONDUIT

AutoCAD SHX Text L5

AutoCAD SHX Text L6

AutoCAD SHX Text L7

AutoCAD SHX Text L8

AutoCAD SHX Text

HIGH POINT STA: 52+33.72 ELEV: 20.63

AutoCAD SHX Text

LOW POINT STA: 50+83.95 ELEV: 7.39

AutoCAD SHX Text

OG

AutoCAD SHX Text

BRIDGE DECK

AutoCAD SHX Text

GRADE BEAM

AutoCAD SHX Text DEEP CURB (SEE Sht DD-1 FOR LIMITS)

AutoCAD SHX Text

TCE

AutoCAD SHX Text

"M" LINE

AutoCAD SHX Text

SSFM

AutoCAD SHX Text 12.00' Lt "MR" 52+20.70 FL, ANGLE POINT

AutoCAD SHX Text

EXIST BENCH

RW No. 17 (SEE RW PLANS)

DEMOLITION PLAN

DEM-1

M U

R R

A Y

S T

R E

E T

WEST APPROACH

AutoCAD SHX Text

FL

AutoCAD SHX Text

TV

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text

GAS MAIN

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GAS MAIN

AutoCAD SHX Text

ICV

AutoCAD SHX Text

3" CONDUIT

AutoCAD SHX Text T

AutoCAD SHX Text

TV

AutoCAD SHX Text E

AutoCAD SHX Text

ICV'S

AutoCAD SHX Text

TV/TEL/E

AutoCAD SHX Text 33.86' Rt "M" 11+81.04 END REMOVE CURB

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

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REVISION DATES (PRELIMINARY STAGE ONLY)

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PROJECT MANAGER

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BRIDGE NO.

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SHEET

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OF

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QUANTITIES

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BY

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DESIGN

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DETAILS

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BY

AutoCAD SHX Text

BY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

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AutoCAD SHX Text

CHECKED

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CHECKED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

VAULT NO.

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text

CITY OF SANTA CRUZ

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text

PREPARED FOR THE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES FOR REDUCED PLANS

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER REVISION DATES

AutoCAD SHX Text

MARK IMBRIANI

AutoCAD SHX Text 36C0108

AutoCAD SHX Text

AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

AutoCAD SHX Text

CONTRACT NO.

AutoCAD SHX Text

EA NO.

AutoCAD SHX Text TRC Engineers or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet

AutoCAD SHX Text

REGISTERED ENGINEER - CIVIL

AutoCAD SHX Text

L. CONKLIN

AutoCAD SHX Text 06-30-25

AutoCAD SHX Text 53183

AutoCAD SHX Text

JUSTINA

AutoCAD SHX Text

D. LOR/M. BEEM

AutoCAD SHX Text

A. BEDAL

AutoCAD SHX Text

A. BEDAL

AutoCAD SHX Text

J. CONKLIN

AutoCAD SHX Text

A. BEDAL

AutoCAD SHX Text

J. CONKLIN

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text

AutoCAD SHX Text 14.85' Rt "M" 9+40.00 BEGIN REMOVE CURB, GUTTER & SIDEWALK

AutoCAD SHX Text

"M" 11+38.92 BEGIN BRIDGE END REMOVE PAVEMENT ENTIRE WIDTH OF ROADWAY

AutoCAD SHX Text

"M" LINE

AutoCAD SHX Text

REMOVE CONCRETE SWALE AND INLET

AutoCAD SHX Text NOTES: 1. FOR REMOVAL OF ELECTRICAL FOR REMOVAL OF ELECTRICAL FACILITIES SEE ELECTRICAL PLANS 2. FOR REMOVAL OF DRAINAGE FACILITIES FOR REMOVAL OF DRAINAGE FACILITIES SEE DRAINAGE PLANS 3. FOR REMOVAL OF WATER FACILITIES FOR REMOVAL OF WATER FACILITIES SEE WATERLINE PLANS 4. SEE DEMOLITION PLANS FOR LIMITS OF SEE DEMOLITION PLANS FOR LIMITS OF FENCE REMOVAL. SEE CONSTRUCTION DETAILS FOR LIMITS OF TEMPORARY FENCE AND OTHER DETAILS.

AutoCAD SHX Text 16.55' Lt "M" 11+30.16 END REMOVE CURB & Gtr

AutoCAD SHX Text 17.00' Rt "M" 11+28.92 END REMOVE CURB, Gtr, & SIDEWALK

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

ROADWAY EXCAVATION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 14.90' Lt "M" 9+40.00 BEGIN REMOVE CURB & Gtr

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 16.08' Rt "M" 11+25.71 BEGIN REMOVE CONCRETE STAIRS AND RAILING

AutoCAD SHX Text 22.17' Rt "M" 11+77.92 END REMOVE CONCRETE STAIRS AND RAILING BEGIN REMOVE CURB

AutoCAD SHX Text 25.03' Rt "M" 11+02.19 BEGIN REMOVE WOOD FENCE

AutoCAD SHX Text 22.23' Rt "M" 11+31.11 END REMOVE WOOD FENCE

AutoCAD SHX Text

TREE REMOVAL

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

TYPE

AutoCAD SHX Text <12"

AutoCAD SHX Text

CANARY ISLAND PINE

AutoCAD SHX Text 38"

AutoCAD SHX Text

MONTEREY PINE (HERITAGE)

AutoCAD SHX Text <12"

AutoCAD SHX Text

OAK

AutoCAD SHX Text <12"

AutoCAD SHX Text

OAK

AutoCAD SHX Text 12"

AutoCAD SHX Text

OAK

AutoCAD SHX Text 12"

AutoCAD SHX Text

WALNUT

AutoCAD SHX Text 14" - 16"

AutoCAD SHX Text

OAK (DOUBLE TRUNK) (HERITAGE)

AutoCAD SHX Text 12"

AutoCAD SHX Text

OAK

AutoCAD SHX Text <12"

AutoCAD SHX Text

OAK

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text 33.65' Rt "M" 10+42.45 BEGIN REMOVE FENCE

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

REMOVE TREE - SEE TABLE

AutoCAD SHX Text

AutoCAD SHX Text

TEMPORARY HIGH-VISIBILITY FENCE 25 LF

AutoCAD SHX Text 13.14' Rt "M" 11+75.46 BEGIN REMOVE CURB

AutoCAD SHX Text 5.75' Lt "M" 11+93.87 END REMOVE CURB

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE CONCRETE CURB, GUTTER, & SIDEWALK

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE CONCRETE CURB & GUTTER

AutoCAD SHX Text

REMOVE FENCE

AutoCAD SHX Text

REMOVE AC DIKE

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE CONCRETE STAIRS

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE RETAINING WALL

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE CONCRETE CURB

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE WOOD RETAINING WALL

AutoCAD SHX Text

AutoCAD SHX Text

38.7 LF

AutoCAD SHX Text

AutoCAD SHX Text

13.1 LF

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 1"= 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text

LIMIT OF FILL

AutoCAD SHX Text

125 LF

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE WOOD FENCE

AutoCAD SHX Text

SHRUBS/GROUND COVER REMOVAL

AutoCAD SHX Text 61.10' Rt "M" 11+57.70 END REMOVE FENCE

AutoCAD SHX Text

43 LF

AutoCAD SHX Text

BACK OF SIDEWALK

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE (CONCRETE) EXPOSED AGGREGATE

AutoCAD SHX Text

AutoCAD SHX Text

9.8 SQYD

AutoCAD SHX Text

24" OAK TREE PROTECT IN PLACE

AutoCAD SHX Text

REMOVE TREE

AutoCAD SHX Text 181.57' Rt "M" 11+82.53 END REMOVE CURB

AutoCAD SHX Text 177.18' Rt "M" 11+82.09 BEGIN REMOVE CURB

AutoCAD SHX Text

SAWCUT

AutoCAD SHX Text

"M" 9+40.00 BEGIN REMOVE PAVEMENT ENTIRE WIDTH OF ROADWAY

AutoCAD SHX Text R/W

AutoCAD SHX Text 8.46' Rt "M" 12+58.73 REMOVE CHAIN LINK FENCE

AutoCAD SHX Text 8.31' Rt "M" 12+03.12 REMOVE CHAIN LINK FENCE

AutoCAD SHX Text

AutoCAD SHX Text

149 LF

AutoCAD SHX Text 10.54' Lt "M" 12+58.47 REMOVE CHAIN LINK FENCE

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE CHAIN LINK FENCE

AutoCAD SHX Text

TCE

AutoCAD SHX Text

AutoCAD SHX Text

13.8 SQYD

AutoCAD SHX Text E

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text

TCE

AutoCAD SHX Text R/W

AutoCAD SHX Text

AutoCAD SHX Text

15 LF

AutoCAD SHX Text

AutoCAD SHX Text

15 LF

AutoCAD SHX Text

28.7 SQYD

AutoCAD SHX Text

AutoCAD SHX Text 10.15' Lt "M" 12+03.05 BEGIN REMOVE CHAIN LINK FENCE END REMOVE CHAIN LINK FENCE

AutoCAD SHX Text 8.76' Rt "M" 12+02.91 BEGIN REMOVE CURB

AutoCAD SHX Text 12.61' Rt "M" 12+15.15 END REMOVE CURB

AutoCAD SHX Text 9.16' Rt "M" 12+62.71 END REMOVE CURB

AutoCAD SHX Text 12.66' Rt "M" 12+50.04 BEGIN REMOVE CURB

AutoCAD SHX Text

35.3 LF

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text

TCE

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

R/W

DEMOLITION PLAN

DEM-2

M

U

R

R

Y

R

E

E

T

EAST APPROACH

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text 3.3'

AutoCAD SHX Text

PATCH

AutoCAD SHX Text 2'

AutoCAD SHX Text

PATCH

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text E

AutoCAD SHX Text

GAS MAIN

AutoCAD SHX Text

4" WIDE UTILITY CHASE

AutoCAD SHX Text

4" WIDE UTILITY CHASE

AutoCAD SHX Text

WV

AutoCAD SHX Text W?

AutoCAD SHX Text W?

AutoCAD SHX Text

PH 51 COM 19.37

AutoCAD SHX Text

PH 51 ELECTRIC 19.38

AutoCAD SHX Text

SC LIMITS

AutoCAD SHX Text

PORT LIMITS

AutoCAD SHX Text

PORT LIMITS

AutoCAD SHX Text Co. SC LIMITS

AutoCAD SHX Text Co. SC LIMITS

AutoCAD SHX Text

SC LIMITS

AutoCAD SHX Text R/W, Typ

AutoCAD SHX Text

"M" 16+82.34 END BRIDGE BEGIN REMOVE PAVEMENT ENTIRE WIDTH OF ROADWAY

AutoCAD SHX Text 17.27' Lt "M" 18+30.00 END REMOVE AC DIKE

AutoCAD SHX Text 20.04' Rt "M" 18+30.00 END REMOVE CONCRETE CURB, Gtr, & SW

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text

REVISION DATES (PRELIMINARY STAGE ONLY)

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

BRIDGE NO.

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SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

BY

AutoCAD SHX Text

BY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

VAULT NO.

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text T

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AutoCAD SHX Text D

AutoCAD SHX Text E

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AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

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AutoCAD SHX Text A

AutoCAD SHX Text T

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AutoCAD SHX Text N

AutoCAD SHX Text E

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AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

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AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

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AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text

CITY OF SANTA CRUZ

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text

PREPARED FOR THE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES FOR REDUCED PLANS

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER REVISION DATES

AutoCAD SHX Text

MARK IMBRIANI

AutoCAD SHX Text 36C0108

AutoCAD SHX Text

AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

AutoCAD SHX Text

CONTRACT NO.

AutoCAD SHX Text

EA NO.

AutoCAD SHX Text TRC Engineers or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet

AutoCAD SHX Text

REGISTERED ENGINEER - CIVIL

AutoCAD SHX Text

L. CONKLIN

AutoCAD SHX Text 06-30-25

AutoCAD SHX Text 53183

AutoCAD SHX Text

JUSTINA

AutoCAD SHX Text

D. LOR/M. BEEM

AutoCAD SHX Text

A. BEDAL

AutoCAD SHX Text

A. BEDAL

AutoCAD SHX Text

J. CONKLIN

AutoCAD SHX Text

A. BEDAL

AutoCAD SHX Text

J. CONKLIN

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text

AutoCAD SHX Text 11.84' Lt "MR" 49+90.00 BEGIN REMOVE CURB BEGIN REMOVE PAVEMENT ENTIRE WIDTH OF ROADWAY

AutoCAD SHX Text 16.71' Lt "M" 16+82.34 BEGIN REMOVE AC DIKE

AutoCAD SHX Text 25.20' Lt "MR" 50+43.74 END REMOVE CURB BEGIN REMOVE CONCRETE CURB & Gtr

AutoCAD SHX Text

"MR" 52+56.00 END REMOVE CONCRETE CURB END REMOVE PAVEMENT

AutoCAD SHX Text 13.32' Lt "MR" 51+98.79 END REMOVE CONCRETE CURB & Gtr

AutoCAD SHX Text 11.29' Rt "M" 16+82.35 BEGIN REMOVE CURB, Gtr, & SW

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

"M" 18+30.00 END REMOVE PAVEMENT ENTIRE WIDTH OF ROADWAY

AutoCAD SHX Text 15.35' Rt "M" 16+81.76 BEGIN REMOVE WOOD RETAINING WALL

AutoCAD SHX Text

AutoCAD SHX Text

62 LF

AutoCAD SHX Text 0.20' Rt "MR" 51+03.28 BEGIN REMOVE RETAINING WALL SEE NOTE 4 END REMOVE CHAIN LINK FENCE

AutoCAD SHX Text 7.58' Rt "MR" 52+34.52 END REMOVE RETAINING WALL SEE NOTE 4

AutoCAD SHX Text 8.75' Lt "MR" 50+56.94 BEGIN REMOVE CONCRETE CURB

AutoCAD SHX Text L

AutoCAD SHX Text

TREE REMOVAL

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

TYPE

AutoCAD SHX Text <12"

AutoCAD SHX Text

MONTEREY PINES

AutoCAD SHX Text 48"

AutoCAD SHX Text

EUCALYPTUS (HERITAGE)

AutoCAD SHX Text <12"

AutoCAD SHX Text

RED BUD

AutoCAD SHX Text 35"

AutoCAD SHX Text

EUCALYPTUS (HERITAGE)

AutoCAD SHX Text J

AutoCAD SHX Text SAWCUT & CONFORM, Typ

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE CONCRETE CURB, GUTTER, & SIDEWALK

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE CONCRETE CURB & GUTTER

AutoCAD SHX Text

REMOVE FENCE

AutoCAD SHX Text

REMOVE AC DIKE

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE CONCRETE STAIRS

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE RETAINING WALL

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE CONCRETE CURB

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE WOOD RETAINING WALL

AutoCAD SHX Text 3.53' Lt "MR" 51+64.04 END REMOVE RETAINING WALL BEGIN REMOVE WOOD RETAINING WALL RECONSTRUCT FLAGPOLE

AutoCAD SHX Text 3.21' Rt "MR" 51+88.29 END REMOVE WOOD RETAINING WALL BEGIN REMOVE RETAINING WALL RECONSTRUCT FLAGPOLE

AutoCAD SHX Text

AutoCAD SHX Text

25 LF

AutoCAD SHX Text

AutoCAD SHX Text

60 LF

AutoCAD SHX Text

"MR" LINE

AutoCAD SHX Text SAWCUT & CONFORM, Typ

AutoCAD SHX Text SAWCUT & CONFORM, Typ

AutoCAD SHX Text 32.26' Rt "M" 17+93.34 END REMOVE WOOD RETAINING WALL

AutoCAD SHX Text X

AutoCAD SHX Text 10.38' Rt "MR" 50+78.21 BEGIN REMOVE CHAIN LINK FENCE

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE METAL BOLLARD (4 TOTAL)

AutoCAD SHX Text

32 LF

AutoCAD SHX Text K

AutoCAD SHX Text

ROADWAY EXCAVATION

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 1"= 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text

SHRUBS/GROUND COVER REMOVAL

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE CHAIN LINK FENCE

AutoCAD SHX Text NOTES: 1. FOR REMOVAL OF ELECTRICAL FACILITIES SEE ELECTRICAL PLANS. FOR REMOVAL OF ELECTRICAL FACILITIES SEE ELECTRICAL PLANS. 2. FOR REMOVAL OF DRAINAGE FACILITIES SEE DRAINAGE PLANS. FOR REMOVAL OF DRAINAGE FACILITIES SEE DRAINAGE PLANS. 3. FOR REMOVAL OF WATER FACILITIES SEE WATERLINE PLANS. FOR REMOVAL OF WATER FACILITIES SEE WATERLINE PLANS. 4. CAP ELECTRICAL BEFORE THE REMOVE OF THE RETAINING WALL.CAP ELECTRICAL BEFORE THE REMOVE OF THE RETAINING WALL.

AutoCAD SHX Text

PAMPAS GRASS TO BE REMOVED

AutoCAD SHX Text

CUT/CAP IRRIGATION MAINLINE/LATERAL/CONDUCTORS (SEE IRRIGATION PLANS)

AutoCAD SHX Text

REMOVE TREE

AutoCAD SHX Text

"M" LINE

AutoCAD SHX Text

TCE

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text

118 LF

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

"MR" LINE

CONSTRUCTION DETAILS

C-1

EXPOSED AGGREGATE CONCRETE

MURRAY STREET

HMA CONFORM DETAIL

EXPOSED AGGREGATE CONCRETE

(PEDESTRIAN AREAS ONLY)

WEST APPROACH

AutoCAD SHX Text

FL

AutoCAD SHX Text

#4 AT 12" OC

AutoCAD…

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